HomeMy WebLinkAboutFLINT ST 1315_BLDG-2018-0373 SITE PLAN & INFO.
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1315 W FLINT ST., LAKE ELSINORE, CA 92530 LAKE ELSINO a' 0 sA
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PROJECT INFORMATION PROPERTYLl w
•SCOPE OF WORK INSTALL ADDITIONAL SrL • PROPERTY TYPE INDUSTRIAL y / C T3
POST TO DAMAGED (E)POST � / U m �
• PROPERTY SUB-TYPE MANUFACTURING
•PROJECT ADRESS 1315 W FLINT ST.. y
LAKE ELSINORE. CA 92530 • BUILDING SIZE f47,5GO S.F. c0 E
•OWNER HYO MYUNG CHOI • CLEAR CEILING HEIGHT : f 18 FT. y \M� j 3 N=
7p, Q v
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• YEAR BUILT 1999 /!y)��/,, y
• APN 377160040 & 041 !(6 M�-w
• LOT SIZE 3.79 AC :AB PQAojdctV .2
• ZONING M-1 • TRACT : 503122 (B dU !$l�IQ6U(UU6(d
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VICINITY MAP 2
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i. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE ��aa
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SHOWN,THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND P' z
DIRECT
TEC NIQ ES, SEQUENCES AND ROCEDURESYIN ACCORDANCE WITH GENER RESPONSIBLE FOR ALL ALLY CCEPTED CUCTION ONS CONSTRUCTION
PRACTICES, THE CONTRACTOR WILL BE COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, / iC
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS
REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMIT TO NORMAL WORKING HOURS.
2. ALL DIMENSIONS SHALL GIVE PRECEDENCE OVER SCALE. DO NOT SCALE DRAWINGS. ALL DIMENSIONS ARE y .�
TO FACE OF CONCRETE, OR MASONRY, CENTER LINE OF COLUMN AND BEAMS, AND CENTER LINE OF (' RlV151p15
STUDS, UNLESS OTHERWISE NOTED. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB AND TOP c '
OF INTERIOR PAVING, OTHERWISE NOTED. Q
3. THE CONTRACTOR/OWNER SHALL CAREFULLY REVIEW THE DRAWINGS, SPECIFICATIONS, AND SITE AND � Q
VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO BEGINNING THE WORK. THE CONRACTOR/OWNER
SHALL REPORT ANY INCONSISTENCIES TO DESIGN PROFESSIONAL IMMEDIATELY FOR RESOLUTION BEFORE
BEGINNING CONSTRUCTION. THE OWNER SHALL HAVE THE SURVEYOR VERIFY THE DIMENSION.
4. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND SITE CONDITIONS TO THE
ARCHITECT BEFORE PROCEEDING WITH THE WORK. HE SHALL VERIFY AND COORDINATE ALL FOUNDATION Q
PLAN DIMENSIONS WITH FLOOR PLANS AND SHALL BE RESPONSIBLE FOR PROPER EXECUTION OF ALL
WORK.
5. ALL WORK SHALL COMPLY WITH FOLLOWING CODE INCLUDING LOCAL AMENDMENTS: 2016 CALIFORNIA
BUILDING CODE, 2016 CALIFORNIA MECHANICAL CODE, 2016 CALIFORNIA PLUMBING CODE, AND 2016 (` Q
CALIFORNIA ELECTRICAL CODE.
6. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY y T`
WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES,PULL BOXES, TRANSFORMERS, VAULTS, PUMPS,
VALVES, METERS, APPURTENANCES,ETC.). OR TO THE LOCATION OF THE HOOK UP. THE CONSTRUCTION y �-
SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES WHETHER OR NOT THE LINES ARE LOCATED ON oQpOFESSioH
THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND /OR ADDITIONAL EXPENSES. yp��oNGKOpy�yl�a'
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FOUNDATION WALL LEGEND i1 GENERAL NOTES
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INDICATES(E)FOUNDATION B _�_ .
0 : INDIGATES(E)WALL TO REMAIN \• / i " o
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L STRUCTURAL STEEL SHALL CONFORM TO A5TM Agg2(Fy=5Ok5U EXCEPT FOR PIPE COLUMNSAND 5HALL BE
THE AISG 5PEGIFIGAI TION FOR DESICATED AND GN,,FABRICATITED IN ON GE 1T ANDGO 5TRUGTION OF 5TRUG H THE LATEST OTURALF Z5 g tv C
STEEL FOR BUILPIN65. �' m -V c
(---�FOUNDATI ON ff ROOF PLAN S 2. SHOP HELPS MUST BE PERFORMED IN A CITY OF AKE ELSINO CERTIFIED LICENSED j #
--- SCALE: i/Ib" = I'-0" ®�O' FABRICATORS SHOP. o
3. WELDING SHOULD CONFORM TO CITY AND THE LATEST AMERICAN WELDING 50GIETY U _
I.5EE ARGHITEGTURAL DRAHIN65 FOR ALL DIMENSIONS. "AW5 DI 1/0I.IM"5TANDARD5.WELDING SHALL BE PERFORMED BY A PROCESS APPROVED e6
2.ALL EXI5TING 51ZE AND LOGATION5 SHALL BE VERIFIED AT JOB 51TE. BY ENGINEER AND THE BUILDING DEPARTMENT. c ^E
IF ANY DIFFERENGE5 OG6UR5,REPORT TO ENGINEER FOR SOLUTION PRIOR TO CONSTRUCTION. �� 4. ALL STEEL TO STEEL TO HOOD BOLTED GONNEGTION SHOULD BE MADE WITH COMMON a
(�7J) ID
BOLTS 30�,LOCK NUTS AND LOCK WA5HER5 SHALL BE PROVIDED UNDER THE NUTS O H.0
5�e i a i I n 5�e t i o n lz Tk p 5. FILLS SHALL BE PROVIDED AT SPLICES OF PARTS HAVING MORE THAN I/8 INCH p w
.1 � i DIFFERENCE IN THICKNESS. p
• CO TIN10U5 5PECIAL IN5PEGTIO BY A REGISTERED DEPUTY INSPECTOR 15 REQUIRED,SEE BELOW ®� 6. H55 RECT.MEMBERS SHALL CONFORM TO A5TM A-500 GRADE"B"(Fy=46 ksU ~
-t'�..
m ? 1. H55 ROUND MEMBERS SHALL CONFORM TO A5TM A-500 GRADE"B"(Fy=42 ksi)
I.WELDING:ANY FIELD WELDING ALL PIPE SHALL BE A5TM A-53,GRADE"B"(Fy=35 ksi)U.N.O. PROXe T
PERIODIC SPECIAL IN5PEGTION BY A RE615TERED DEPUTY _ / 8. ALL THE OTHER STEEL SECTIONS SHALL CONFORM TO A5TM A-36 =3(,k5i). Z
INSPECTOR 15 REQUIRED,SEE 13ELOH
I.HELPING REINFORCIN6 STEEL q. NO STRUCTURAL STEEL SHALL BE FABRICATED OR ERECTED UNTIL SHOP DRAWINGS
2.A.B.EPDXY
/ 3 HAVE BEEN REVIEHED BY THE 5TRUCTURAL ENGINEER.
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10.NO FIELD GUTTING OR BURING OF 5TRUGTURAL STEEL HILL BE PERMITTED HITHOUT WRITTEN Q N
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APPROVAL OF THE 5TRUGTURAL ENGINEER, u Q
11. BASE PLATE SHALL BE LEVELED WITH DOUBLE NUTS,NO LEVELING PLATE ALLOk ED. Q w
5+r'��S •\ 12.BOLT HOLE IN STEEL SHALL BE 1/16"LARGER THAN NOMINAL BOLT SIZE. Lu I— O
i/ \•\ 13.BOLTS SHALL CONFORM TO A.5.T.M.A-301 UNLE55 OTHERH15E NOTED ON PLANS. Q z
FI �S�Ci •\ 14.GAGE METAL SHALL CONFORM TO A.S.T.M.A-245. O w
15.GONTRAGTOR SHALL BE RE5PON516LE FOR ANY AND ALL NEGE55ARY BRAGING.
Ib.ALL 51)55TITUTION5 5UB.1=GT TO BUILDING DEPARTMENT APPROVAL. w N g
Iq.WIELDING SHALL BE PERFORMED IN AGCORDANCE HITH A WELDING PROCEDURE
5PEGIFIGATION(4P5)AS REQUIRED AW5 01.3 AND APPROVED BY THE ENGINEER OF REGORD. uJ Z 1-
J
®� TMP 5PEGIFY THE REQUIRED"WELDING PROCEDURE 5PEGIFICATION"ON PLANS. N Z
i (WT5_5x5 I / rF 20.ALL COMPLETE-JOINT-PENETRATION GROOVE HELPS USED IN THE SEISMIC FORGE RE5ISTING O Q LL
/ SYSTEM SHALL BE MADE HITH A FILLER METAL THAT HA5 A MINIMUM GVN TOU6HNE55 OF LL.
20 FT-LB AT MINUS 20'F. Z Q •"'-+
/ 193, m
21.DISCONTINUITIES IN HELD CREATED BY ERRORS OR BY FABRICATION OR ERECTION ED '4
OPERATIONS,5UGH A5 TRACK I-ELP5,ERECTION AIDS,AIR-ARG 60061NG AND FLAME
GUTTING,SHALL BE REPAIRED AS REQUIRED BY THE ENGINEER OF REGORD. --
22.FOP CONNECTIONS HITH VE:LDED FLANGE JOINT5,HELD BACKING AND RUN-OFF TA55 ONAWuO TI
SHALL BE REMOVED AND REPAIRED INCLUDING THE 115E OF A REINFORGING FILLET WELD,
EXCEPT THAT THE TOP-FLANGE BACKING 15 PERMITTED TO REMAIN IN PLACE IF IT 15
ATTAGHED TO THE GOLUMN FLANGE WITH A CONTINUOUS FILLET WELD ON THE E06E BELOW a
THE COMPLETE-JOINT-PENETRATION GROOVE WELD.
FI �TZ 25'HELDIN6 ELECTRODE TO BE FTOXX-EXXX OR FTOXX-EXX-XX,U.N.O. O 24.C.ONTRACTOR SHALL PROVIDE SHIMS WHERE REQUIRED.
25.P ELD LENGTHS SHOWN ARE EFFECTIVE LENGTH PER CODE.WHERE LENGTHS ARE O
NOT 5HOHN,THE HELD SHALL BE FULL LENGTH OF JOINT.
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